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HomeMy WebLinkAbout5759 FLEET ST; ; FPC2018-0410; Permit(-City of PERMIT REPORT Carlsbad Print Date: 10/21/2021 Permit No: FPC2018-0410 Job Address: 5759 FLEET ST, CARLSBAD, CA 92008-4710 Status: Closed - Finaled Permit Type: FIRE-Construction Commercial Work Class: Fire Sprinklers Parcel #: 2110222500 Track U: Applied: 12./14/2018 Valuation: $419,804.00 Lot U: Issued: 01/22/2019 Occupancy Group: . Project U: Finaled Close Out: 08/19/2021 #of Dwelling Units: Plan U: Bedrooms: Construction Type: Bathrooms: . Orig. Plan Check U: Inspector: Plan Check U: Final Inspection: Project Title: Description: DRT WH ITEBOX -SPRINKLER TI (321 HEADS) Applicant: FPContractor: AMERICAN AUTOMATIC FIRE SUPPRESSION AMERICAN AUTOMATIC FIRE SUPPRESSION INC INC JAllMIN DEEKEN 9925 PROSPECT AVE, #STE B 9925 PROSPECT AVE, U B SANTEE, CA 92071 SANTEE, CA 92071 . (619) 562-3010 (619) 562-3010 FEE . AMOUNT FIRE NFPA 13 or 13R System> 100 heads $654.00 Total Fees: $654.00 Total Payments To Date: $654.00 Balance Due: $0.00 Fire Department Page 1 of 1 1635 Faraday Avenue, Carlsbad CA 92008-7314 1 760-602-4665 1 760-602-8561 f I www.carlsbadca.gov tqca® Worldwide Contacts I www.tyco-fire.com Series TY-FRB - 2.8,v 4.2,9 56, and 80 K-Factor Upright, Pendent, and Recessed Pendent Sprinklers Quick Response, Standard Coverage General Description The TYCO Series TY-FRB 2.8, 4.2, 5.6, and 8.0 K-factor Upright, Pendent, and Recessed Pendent Sprinklers described in herein are quick response, standard coverage, decorative 3 mm glass bulb-type spray sprinklers. They are designed for use in light or ordinary hazard, commercial occupancies such as banks, hotels, and shopping malls. The TY-FRB Recessed Pendent Sprin- kler, where applicable, is intended for use in areas with a finished ceiling. This recessed pendent sprinkler uses one of the following Recessed Escutcheons: A two-piece Style 10 (1/2 in. NPT) or Style 40 (3/4 in. NPT) Recessed Escutcheon with 1/2 in. (12,7 mm) of recessed adjustment or up to 3/4 in. (19,1 mm) of total adjustment from the flush pendent position. A two-piece Style 20 (1/2 in. NPT) or Style 30 (3/4 in. NPT) Recessed Escutcheon with 1/4 in. (6,4 mm) of recessed adjustment or up to 1/2 in. (12,7 mm) of total adjustment from the flush pendent position. The adjustment provided by the Recessed Escutcheon reduces the accuracy to which the fixed pipe drops to the sprinklers must be cut. Corrosion-resistant coatings, where applicable, are utilized to extend the life of copper alloy sprinklers beyond what would be obtained when exposed IMPORTANT Refer to Technical Data Sheet TFP2300 for warnings pertaining to regulatory and health information. Always refer to Technical Data Sheet TFP700 for the "INSTALLER WARNING" that provides cautions with respect to handling and instal- lation of sprinkler systems and com- ponents. Improper handling and installation can permanently damage a sprinkler system or its compo- nents and cause the sprinkler to fail to operate in a fire situation or cause it to operate prematurely. Page 1 of 10 to corrosive atmospheres. Although corrosion-resistant coated sprinklers have passed the standard corrosion tests of the applicable approval agen- cies, the testing is not representative of all possible corrosive atmospheres. Consequently, it is recommended that the end user be consulted with respect to the suitability of these coatings for any given corrosive environment. The effects of ambient temperature, con- centration of chemicals, and gas/ chemical velocity, should be consid- ered, as a minimum, along with the cor- rosive nature of the chemical to which the sprinklers will be exposed. An intermediate level version of the Series TY-FRB Pendent Sprinklers is detailed in Technical Data Sheet TFP356. Sprinkler Guards are detailed in Technical Data Sheet TFP780. The Series TY-FRB 2.8, 4.2, 5.6, and 8.0 K-factor Upright, Pendent, and Recessed Pendent Sprinklers described herein must be installed and maintained in compliance with this document and with the applicable standards of the National Fire Protec- tion Association (NFPA), in addition to the standards of any authorities having jurisdiction. Failure to do so may impair the performance of these devices. The owner is responsible for maintain- ing their fire protection system and devices in proper operating condition. The installing contractor or sprinkler manufacturer should be contacted with any questions. NFPA 13 prohibits installation of 1/2 in. NPT sprinklers with K-factors greater than 5.6 in new construction. They are intended for retrofit in existing sprinkler systems only. JULY 2018 Sprinkler Identification Number (SIN) TY1131 . . . Upright 2.8K, 1/2 in. NPT 1Y1231 .. Pendent 2.8K, 1/2 in. NPT TY2131 . . . Upright 4.2K, 1/2 in. NPT TY2231.. Pendent 4.2K, 1/2 in. NPT TY3131 . . . Upright 5.6K, 1/2 in. NPT 1Y3231.. Pendent 5.6K, 1/2 in. NPT TY4131 . . . Upright 8.0K, 3/4 in. NPT TY4231 .. Pendent 8.0K, 3/4 in. NPT TY4831 . . . Upright 8.0K, 1/2 in. NPT TY4931 .. Pendent 8.0K, 1/2 in. NPT Technical Data Approvals UL and C-UL Listed FM, LPCB, and NYC Approved Refer to Table A and B for complete approval information including corrosion-resistant status. Maximum Working Pressure Refer to Table C TFPI7I TFPI7I Page 2 of 10 3 - Sealing 5 - Compression Assembly Screw 4 - Bulb 6 - Deflector* 7 - Bushing * Temperature rating ** Pipe thread connections per 1 - Frame is indicated on ISO 7-1 can be provided on ESCUTCHEON 2 - Button Deflector, special request. PLATE SEATING SURFACE I 7/16" _ (11,1 mm) MAKE-IN NOMINAL I 2-3/16 (55,6 mm) 1/2 NPT** I WRENCH FLATS UPRIGHT PENDENT 2-1/4" (57,2 mm) 1-9/16" (39,7 mm) STYLE 10 or 20 RECESSED ESCUTCHEON 2-7/8" (73,0 mm) DIA. - RECESSED PENDENT CROSS SECTION FIGURE 1 QUICK RESPONSE SERIES TY-FRB UPRIGHT (TY1I31) AND PENDENT (TY1231) SPRINKLERS 2.8 K-FACTOR, 1/2 IN. NPT ESCUTCHEON PLATE SEATING SURFACE * Temperature rating ** Pipe thread connections per is indicated on ISO 7-1 can be provided on Deflector, special request. 1 - Frame 3 - Sealing 5 - Compression 2 - Button Assembly Screw 4 - Bulb 6 - Deflector* I 7/16" 1 2-3/16" NOMINAL I MAKE-IN (11,1 mm) (55,6 mm) 2-3/16" 1-1/2" MA (55,6 mm) (38,1 mm) I 1/2" NPT** WRENCH STYLE 10 or 20 FLATS RECESSED ...- 2-7/8" (73,0 mm) DIA. UPRIGHT PENDENT ESCUTCHEON RECESSED PENDENT CROSS SECTION FIGURE 2 QUICK RESPONSE SERIES TY-FRB UPRIGHT (TV2131) AND PENDENT (TY2231) SPRINKLERS 4.2 K-FACTOR, 1/2 IN. NPT Discharge Coefficient K=2.8 GPM/psi½ (40,3 LPM/bar½) K=4.2 GPM/psi½ (60,5 LPM/bar½) K=5.6 GPM/psi" (80,6 LPM/bar½) K=8.0 GPM/p5i½ (115,2 LPM/barl) Temperature Rating Refer to Table A and B Finishes Sprinkler: Refer to Table D Recessed Escutcheon: Signal or Pure White, Grey Aluminum, Jet Black, Chrome Plated, or Natural Brass Physical Characteristics Frame ............................Bronze Button ......................Brass/Copper Sealing Assembly. . Beryllium Nickel w/TEFLON Bulb...............................Glass Compression Screw .................Bronze Deflector ...................Copper/Bronze Bushing (K=2.8) ....................Bronze Poly-Stainless Physical Characteristics Frame ............................Bronze Button ................L316 Stainless Steel" Bulb...............................Glass Compression Screw .....L316 Stainless Steel" Deflector ...................Copper/Bronze Sealing Assembly . Gold Plated Beryllium Nickel w/TEFLON Type L316 stainless steel (UNS 3160) per ASTM A479/479M or B5 EN 1008 WN1.4404. Operation The glass bulb contains a fluid that expands when exposed to heat. When the rated temperature is reached, the fluid expands sufficiently to shatter the glass bulb, allowing the sprinkler to activate and water to flow. Design Criteria The TYCO Series TY-FRB 2.8, 4.2, 5.6, and 8.0 K-factor Upright, Pendent, and Recessed Pendent Sprinklers are intended for fire protection systems designed in accordance with the stan- dard installation rules recognized by the applicable Listing or Approval agency, such as UL Listing based on the requirements of NFPA 13 and FM Approval based on the requirements of the FM Global Loss Prevention Data Sheets. Use only the style 10, 20, 30, or 40 Recessed Escutcheon, as applica- ble, for recessed pendent installations. * Temperature rating is indicated on Deflector. ** Pipe thread connections per ISO 7-1 can be provided on special request. STYLE 10 RECESSED PENDENT ESCUTCHEON I'S PENDENT CROSS SECTION UPRIGHT TFPI7I Page 3 of 10 1 - Frame 3 - Sealing 5 - Compression 2 - Button Assembly Screw 4 - Bulb 6 - Deflector* ESCUTCHEON PLATE SEATING SURFACE I 7/16 1 / NOMINAL I 2-3/16 (11,1 mm) I (55,6 mm) 2-3/16 1-1/2 MAKE-IN (38,1 mm) (55,6 mm) 1/2' NPT** f WRENCH STYLE 10 or 20 FLATS RECESSED UPRIGHT PENDENT ESCUTCHEON CROSS SECTION 2-7/8' (73,0 mm) DIA. RECESSED PENDENT ALL FINISHES EXCEPT POLY-STAINLESS WRENCH 1/2" ESCUTCHEON 1 - Frame 3 - Sealing 5 - Compression *Temperature FLATS NPT PLATE SEATING 2 - Button Assembly Screw rating indicated \ SURFACE 4 - Bulb 6 - Deflector* on Deflector. POLY-STAINLESS FINISH ONLY FIGURE 3 QUICK RESPONSE SERIES TY-FRB UPRIGHT (TY3 131) AND PENDENT (TY3231) SPRINKLERS 5.6 K-FACTOR, 1/2 IN. NPT Installation The TYCO Series TY-FRB 2.8, 4.2, 5.6, and 8.0 K-factor Upright, Pendent, and Recessed Pendent Sprinklers must be installed in accordance with this section. General Instructions Do not install any bulb type sprinkler if the bulb is cracked or there is a loss of liquid from the bulb. With the sprin- kler held horizontally, a small air bubble should be present. The diameter of the air bubble is approximately 1/16 in. (1,6 mm) for the 135°F (57°C) and 3/32 in. (2,4 mm) for the 286°F (141°C) temperature ratings. A leak-tight 1/2 in. NPT sprinkler joint should be obtained by applying a minimum-to-maximum torque of 7 to 14 lb-ft (9,5 to 19,0 Nm). A leak tight 3/4 in. NPT sprinkler joint should be obtained with a torque of 10 to 20 lb-ft (13,4 to 26,8 Nm). Higher levels of torque can distort the sprinkler inlet and cause leakage or impairment of the sprinkler. Do not attempt to com- pensate for insufficient adjustment in the escutcheon plate by under- or over- tightening the sprinkler. Re-adjust the position of the sprinkler fitting to suit. Series TY-FRB Upright and Pendent Sprinklers The Series TY-FRB Upright and Pendent Sprinklers mqst be installed in accordance with the following instructions: Step 1. Install pendent sprinklers in the pendent position. Install upright sprin- klers in the upright position. Step 2. With pipe thread sealant applied to the pipe threads, hand- tighten the sprinkler into the sprinkler fitting. Step 3. Tighten the sprinkler into the sprinkler fitting using only the W-Type 6 Sprinkler Wrench (Ref. Figure 14). With reference to Figure 1 to Figure 5, apply the W-Type 6 Sprinkler Wrench to the sprinkler wrench flats. Series TY-FRB Recessed Pendent Sprinklers The Series TY-FRB Recessed Pendent Sprinklers must be installed in accor- dance with the following instructions: Step 1. After installing the Style 10, 20, 30, or 40 Mounting Plate, as applica- ble, over the sprinkler threads and with pipe-thread sealant applied to the pipe threads, hand-tighten the sprinkler into the sprinkler fitting. Step 2. Tighten the sprinkler into the sprinkler fitting using only the W-Type 7 Recessed Sprinkler Wrench (Ref. Figure 15). With reference to Figure 1 to 4, apply the W-Type 7 Recessed Sprin- kler Wrench to the sprinkler wrench flats. Step 3. After the ceiling is installed or the finish coat is applied, slide on the Style 10, 20, 30, or 40 Closure over the Series TY-FRB Recessed Pendent Sprinkler and push the Closure over the Mounting Plate until its flange comes in contact with the ceiling. 2-7/8" (73,0 mm) DIA. RECESSED PENDENT CROSS SECTION CROSS SECTION TFPI7I Page 4 of 10 * Temperature rating ** Pipe thread connections per 1 - Frame 3 - Sealing 5 - Compression is indicated on ISO 7-1 can be provided on ESCUTCHEON 2 - Button Assembly Screw Deflector, special request. PLATE SEATING 4 - Bulb 6 - Deflector* SURFACE N 1/2 (12,7 mm) T(58,7 5/16° MAKE-IN NOMINAL mm) I 2-1 1-9/16 2 $ (57, mm/ No 3/4 NPT I WRENCH STYLE 30 or 40 FLATS RECESSED UPRIGHT PENDENT ESCUTCHEON ALL FINISHES EXCEPT POLY-STAINLESS WRENCH 3/4" ESCUTCHEON 1 - Frame 3 - Sealing 5 - Compression *Temperature FLATS NPT PLATE SEATING 2 - Button Assembly Screw rating indicated SURFACE 4 - Bulb 6 - Deflector* on Deflector. 1/2 /(12,7 mm) NOMINAL I I MAKE-IN 1 2-5/16 (58,7 mm) LT _ 2-1/4° \ti ti/ 1-9/16° ,2 mm) (57 NU,J(39,7 mm) STYLE 40 2-7/8° (73,0 mm) D RECESSED UPRIGHT PENDENT ESCUTCHEON RECESSED PENDENT POLY-STAINLESS FINISH ONLY FIGURE 4 QUICK RESPONSE SERIES TY-FRB UPRIGHT (TY4131) AND PENDENT (TY4231) SPRINKLERS 8.0 K-FACTOR, 3/4 IN. NPT fi\ 7/16° I (11,1 mm) NOMINAL ]-7 \. I MAKE-IN I . 2-3/16" (55,6 mn 1/2" NPT** I WRENCH FLATS UPRIGHT 1 - Frame 5 - Compression 2 - Button Screw i 3 - Sealing 6 - Deflector * Assembly I 4-Bulb 2 Temperature rating is 4 indicated on Deflector. ** Pipe thread connections per ISO 7-1 can be 6 * provided on special request. PENDENT CROSS SECTION CEILING PLATE SEATING SURFACE 11. nm) FIGURE 5 QUICK RESPONSE SERIES TY-FRB UPRIGHT (TY4831) AND PENDENT (TY4931) SPRINKLERS 8.0 K-FACTOR, 112 IN. NPT TFPI7I Page 5 of 10 2-7/8" DIA. 5/8±1/4 (73,0 mm) I 3/4" (19,1 mm) (15,9±6,4 mm) / I 1/4° (6,4 mm) I FACE OF 2-1/4" DIA. - (57,2 mm) MOUNTING SPRINKLER 1 PLATE FITTING 1/8' (3,2 mm) I I SURFACE MOUNTING CLOSURE SERIES 15/16' "(33,3 mm)I TY-FRB 13/16" (20,6 mm) FIGURE 6 SERIES TY-FRB RECESSED PENDENT WITH TWO-PIECE 3/4 INCH TOTAL ADJUSTMENT STYLE 10 RECESSED ESCUTCHEON 2.8K-FACTOR, 1/2 IN. NPT 2-7/8" DIA. - 5/8±1/4' (73,0 mm) 3/4" (19,1 mm) (15,9±6,4 mm) 2-1/4" DIA. 1/4" (6,4 mm) / FACE OF (57,2 mm) MOUNTING SPRINKLER t PLATE FITTING 1/8" (3,2 mm) MOUNTING SURFACE SERIES 1-1/4" (31,8 mm) CLOSURE TY-FRB 3/4' (19,1 mm) FIGURE 8 SERIES TY-FRB RECESSED PENDENT WITH TWO-PIECE 3/4 INCH TOTAL ADJUSTMENT STYLE 10 RECESSED ESCUTCHEON 4.2K-FACTOR, 1/2 IN. NPT 2-7/8" DIA. (73,0 mm) 1/2±1/8" 1/2(12,7mm) (12,7±3,2 mm) 2-1/4" DIA. 1/4" (6,4 mm) FACE OF (57,2 mm) r- ¼\_ _J MOUNTING SPRINKLER PLATE I FITTING " (3,12/m m) \%! MOUNTIN/t 1 SURFACE (33,3 mm) CLOSURE SERIES _____________ TY-FRB 1-1/16" (27,0 mm) FIGURE 7 SERIES TY-FRB RECESSED PENDENT WITH TWO-PIECE 1/2 INCH TOTAL ADJUSTMENT STYLE 20 RECESSED ESCUTCHEON 2.8 K-FACTOR, 1/2 IN. NPT 2-7/8" DIA. - -. (73,0 mm) 1/2±1/8" 11/2" (12,7 mm) (127±3,2 mm) 2-1/4" DIA. 1/4(6,4mm) I / FACE OF (57,2 mm) MOUNTING I SPRINKLER PLATE I I FITTING 1/8" (3,2mm) 7;. I $ - I MOUNTING SURFACE SERIES 1-1/4" (31,8 mm) _ CLOSURE TY-FRB 1' (25,4 mm) FIGURE 9 SERIES TY-FRB RECESSED PENDENT WITH TWO-PIECE 1/2 INCH TOTAL ADJUSTMENT STYLE 20 RECESSED ESCUTCHEON 4.2 K-FACTOR, 1/2 IN. NPT TFPI7I Page 6 of 10 2-7/8 DIA. - (73,0 mm) 5/8±1/4" 3/4" (19,1 mm) (159±6,4 mm) 2-1/4" DIA. 1/4" (6,4 mm) I / FACE OF - (57,2 mm) MOUNTING _j '\J1" I SPRINKLER PLATE FITTING (3,2 mm) MOUNTING SURFACE SERIES 1-1/4" (31,8 mm)f CLOSURE TY-FRB 3/4" (19,1 mm) FIGURE 10 SERIES TY-FRB RECESSED PENDENT WITH TWO-PIECE 3/4 INCH TOTAL ADJUSTMENT STYLE 10 RECESSED ESCUTCHEON 5.6 K-FACTOR, 1/2 IN. NPT - 2-7/8" DIA. 5/8±1/4' (73,0 mm) 3/4" (19,1 mm) (15,9±6,4 mm) 2-1/4" DIA. 1/4" (6,4 mm) / FACE OF (57,2 mm) MOUNTING I SPRINKLER PLATE FITTING 1/8" (3,2 mm) 4 MOUNTING SURFACE CLOSURE SERIES 1-5/16" (33,3 mm)1 TYFRB 13/16" (20,6 mm) FIGURE 12 SERIES TY-FRB RECESSED PENDENT WITH TWO-PIECE 3/4 INCH TOTAL ADJUSTMENT STYLE 40 RECESSED ESCUTCHEON 8.0 K-FACTOR, 3/4 IN. NPT WRENCH RECESS (END "A" USED FOR 1/2" NPT MODELS) WRENCH RECESS (END "B" USED FOR 3/4" NPT MODELS) FIGURE 14 W-TYPE 6 SPRINKLER WRENCH 2-7/8" DIA. - 1/2±1/8" (73,0 mm) 1/2' (12,7 mm) (12,7±3,2 mm) 2-1/4" DIA. 1/4" (6,4 mm) I '?- / FACE OF MOUNTING (57,2 mm) I SPRINKLER PLATE I I FITTING 1/8" (3,2 mm) I MOUNTING SURFACE SERIES 1-1/4" (31,8 mm) CLOSURE TY-FRB 1" (25,4 mm) FIGURE 11 SERIES TY-FRB RECESSED PENDENT WITH TWO-PIECE 1/2 INCH TOTAL ADJUSTMENT STYLE 20 RECESSED ESCUTCHEON 5.6 K-FACTOR, 1/2 IN. NPT - 2-7/8" DIA. 1/2±1/8" (73,0 mm) 1/2' (12,7 mm) (12,7±3,2 mm) - 2-1/4" DIA. 1/4" (6,4 mm) / FACE OF (57,2 mm) MOUNTING SPRINKLER PLATE FITTING \ , MOUNTING SURFACE CLOSURE SERIES 1-5/16" (33,3 mm) TYFRB 1-1/16" (27,0 mm) FIGURE 13 SERIES TY-FRB RECESSED PENDENT WITH TWO-PIECE 1/2 INCH TOTAL ADJUSTMENT STYLE 30 RECESSED ESCUTCHEON 8.0 K-FACTOR, 3/4 IN. NPT WRENCH RECESS PUSH WRENCH IN TO ENSURE ENGAGEMENT WITH SPRINKLER WRENCHING AREA FIGURE 15 W-TYPE 7 RECESSED SPRINKLER WRENCH TFPI7I Page 7 of 10 Sprinkler Finish5 K- Factor Type Temperature p Bulb Liquid Color Natural Brass Chrome Plated Polyesterc 2.8 1/2 in. NPT Pendent (TY1231) and Upright (TY1131) 135°F (57°C) Orange 1, 2, 3, 4 155°F (68°C) Red 175°F (79°C) Yellow 200°F (93°C) Green 286°F (141°C) Blue Recessed Pendent (TY1231)a Figure 6 135°F (57°C) Orange 1,2,4 155°F(68°C) Red 175°F (79°C) Yellow 200°F (93°C) Green Recessed Pendent (TY1231)b Figure 7 135°F (57°C) Orange 155°F (68°C) Red 175°F (79°C) Yellow 200°F (93°C) Green 4.2 1/2 in. NPT Pendent (TY2231) and Upright (TY2131) 135°F (57°C) Orange 1,2 155°F (68°C) Red 175°F (79°C) Yellow 200°F (93°C) Green 286°F (141°C) Blue Recessed (1Y2231)a Figure 8 135°F (57°C) Orange Pendent 155°F(68°C) Red 175°F (79°C) Yellow 200°F (93°C) Green Recessed Pendent (TY2231)b Figure 9 135°F (57°C) Orange 155°F (68°C) Red 175°F (79°C) Yellow 200°F (93°C) Green NOTES Installed with Style 10(1/2 in. NPT) or Style 40(3/4 in. NPT) 3/4 in. Total Adjustment Recessed Escutcheon, as applicable. Installed with Style 20 (1/2 in. NPT) or Style 30(3/4 in. NPT) 1/2 in. Total Adjustment Recessed Escutcheon, as applicable. Frame and Deflector only. Listed by Underwriters Laboratories, Inc., (UL) as Quick Response Sprinklers. Listed by Underwriters Laboratories, Inc., for use In Canada (C-UL) as Quick Response Sprinklers. Approved by Factory Mutual Research Corporation (FM) as Quick Response Sprinklers. Approved by the City of New York under MEA 354-01-E. Where Polyester Coated Sprinklers are noted to be UL and C-UL Listed, the sprinklers are UL and C-UL Listed, the sprinklers are UL and C-UL Listed as corrosion- resistant sprinklers. TABLE A LABORATORY LISTINGS AND APPROVALS FOR 2.8 AND 4.2 K-FACTOR SPRINKLERS TFPI7I Page 8 of 10 Sprinkler Finish8 K- Factor Type Temperature Bulb Liquid Color Natural Brass Chrome Plated Polyesterc PolyStainlessC Lead Coated Pendent (1Y3231) 135°F (57°C) Orange 155°F (68°C) Red 175°F (79°C) Yellow and 1, 2, 3, 4, 5, 6, 7 1,2 1, 2, 3, 5 Upright (TY3131) Blue 200°F (93°C) Green 286°F (141°C) 135°F (57°C) Orange 155°F(68°C) Red 56 1/din NPT Recessed Pendent (TY3231)a Figure 10 1, 2, 4, 5 1,2 N/Ad 175°F (79°C) Yellow 200°F (93°C) Green 286°F (141°C) Blue 135°F (57°C) Orange 155°F (68°C) Red Recessed Pendent (TY3231)b 1,2, 3,4,5 N/A N/A 175°F (79°C) Yellow 200°F (93°C) Green Figure 11 286°F (141°C) Blue Pendent (TY4231) 135°F (57°C) Orange 155°F (68°C) Red 175°F(79°C) Yellow and 1,2,3,4,5,6,7 1,2 1,2,5 Upright (TY4131) Blue 200°F (93°C) Green 286-F (141-C) 135°F (57°C) Orange 155°F (68°C) Red 8.0 3 /4 in NPT Recessed Pendent (TY4231)° Figure 12 1, 2, 5 1,2 N/A 175°F (79°C) Yellow 200°F(93°C) Green 286°F (141°C) Blue 135°F (57°C) Orange 155°F (68°C) Red Recessed Pendent (TY4231)b Figure 13 1, 2, , N/A N/A 175°F (79°C) Yellow 200°F (93°C) Green 286°F (141°C) Blue 8.0 Pendent (TY4931) 135°F (57°C) Orange 155°F (68°C) Red 175°F (79°C) Yellow 1/2 in. and 1, 2,4, 5,6 N/A 1,2, 5 NPT Upright (TY4831) Blue 200°F (93°C) Green 286°F (141°C) NOTES Installed with Style 10(1/2 in. NPT)or Style 4013/4 in. NPT) 3/4 in. Total Adjustment Recessed Escutcheon, as applicable. Installed with Style 2011/2 in. NPT) or Style 30(3/4 in. NPT) 1/2 In. Total Adjustment Recessed Escutcheon, as applicable. Frame and Deflector only. Not Available (N/A) Listed by underwriters Laboratories, Inc., (UL) as Quick Response Sprinklers. Listed by underwriters Laboratories, Inc.. for use in Canada (C-UL) as Quick Response Sprinklers. Approved by Factory Mutual Research Corporation (FM) as Quick Response Sprinklers. Approved by the Loss Prevention Certification Board (LPCB Ref. No. 007k/04) as Quick Response Sprinklers. However, LPCB does not rate the thermal sensitivity of recessed sprinklers. Approved by the City of New York under MEA 354-01-E. VdS Approved (For details, contact Johnson Controls, Enschede, Netherlands, Tel. 31-53-428-4444/Fax 31-53-428-3377.) Approved by the Loss Prevention Certification Board (LPCB Ref. No. 094a/06) as Quick Response Sprinklers. Where Polyester Coated and Lead-Coated Sprinklers are noted to be UL and C-UL Listed, the sprinklers are UL and C-UL Listed as Corrosion-Resistant Sprinklers. Where Lead-Coated Sprinklers are noted to be FM Approved, the sprinklers are FM Approved as a Corrosion-Resistant Sprinklers. TABLE B LABORATORY LISTINGS AND APPROVALS FOR 5.6 AND 8.0 K-FACTOR SPRINKLERS TFPI7I Page 9 of 10 Sprinkler Finish K- Factor Type Natural Brass Chrome Plated I Polyester Lead Coated Pendent (TY1231) and 2.8 Upright (TY1131) 1/2 in. 175 psi (12,1 bar) N/A2 Recessed NPT Pendent (1Y1231) Pendent (TY2231) and 4.2 Upright (TY2131) 1/2 in. 175 psi (12,1 bar) N/A Recessed NPT Pendent (TY2231) Pendent (TY3231) and 5.6 Upright (TY3131) 250 psi (17,2 bar) 1/2 in. or 175 psi (12,1 bar)' Recessed NPT Pendent (TY3231) Pendent (1V4231) 175 psi 8.0 and Upright (1Y4131) (12,1 bar) 3/4 in. 175 psi (12,1 bar) Recessed N/A NPT Pendent(TY4231) 8.0 Pendent (TY4931) 175 psi 1/2 in. and 175 psi (12,1 bar) (12,1 bar) NPT Upright (TY4831) NOTES The maximum working pressure of 250 psi (17,2 bar) only applies to the Listing by Underwriters Laboratories Inc. (UL); the Listing by Under- writers Laboratories, Inc. for use in Canada )C-UL); and, the Approval by the City of New York. Not applicable (N/A). Care and Maintenance The TYCO Series TY-FRB 2.8, 4.2, 5.6, and 8.0 K-factor Upright, Pendent, and Recessed Pendent Sprinklers must be maintained and serviced in accordance with this section. Before closing a fire protection system main control valve for maintenance work on the fire pro- tection system that it controls, obtain permission to shut down the affected fire protection systems from the proper authorities and notify all personnel who may be affected by this action. Absence of the outer piece of an escutcheon, which is used to cover a clearance hole, can delay sprinkler operation in a fire situation. Sprinklers which are found to be leaking or exhibiting visible signs of corrosion must be replaced. Automatic sprinklers must never be painted, plated, coated, or other- wise altered after leaving the factory. Modified sprinklers must be replaced. Sprinklers that have been exposed to TABLE C MAXIMUM WORKING PRESSURE corrosive products of combustion, but have not operated, should be replaced if they cannot be completely cleaned by wiping the sprinkler with a cloth or by brushing it with a soft bristle brush. Care must be taken to avoid damage to the sprinklers before, during, and after installation. Sprinklers damaged by dropping, striking, wrench twist/ slippage, or the like, must be replaced. Also, replace any sprinkler that has a cracked bulb or that has lost liquid from its bulb. (Ref. Installation Section). The owner is responsible for the inspection, testing, and maintenance of their fire protection system and devices in compliance with this document, as well as with the applicable standards of the National Fire Protection Asso- ciation (e.g., NFPA 25), in addition to the standards of any other authorities having jurisdiction. Contact the install- ing contractor or sprinkler manufac- turer regarding any questions. Automatic sprinkler systems are rec- ommended to be inspected, tested, and maintained by a qualified Inspec- tion Service in accordance with local requirements and/or national codes. Care must be exercised to avoid damage to the sprinklers before, during, and after installation. Sprin- klers damaged by dropping, striking, wrench twist/slippage, or the like, must be replaced. Also, replace any sprin- kler that has a cracked bulb or that has lost liquid from its bulb. (Ref. Installa- tion Section). Initial and frequent visual inspections of random samples are recommended for corrosion-resistant sprinklers to verify the integrity of the corrosion-resistant material of construction. Thereafter, annual inspections per NFPA 25 should suff ice. Inspections of corrosion-resis- tant sprinklers are recommended at close range, instead of from the floor level per NFPA. Inspection at close range can better determine the exact sprinkler condition and the long-term integrity of the corrosion-resistant material, which can be affected by the corrosive conditions present. FINISH 1 NATURAL BRASS - POLY-STAINLESS GREY 2 ALUMINUM (RAL9007)1 POLYESTER - PURE WHITE POLYESTER (RAL9010)2 SIGNAL WHITE POLYESTER (RAL9003) - JET BLACK POLYESTER (RAL9005)3 7 LEAD COATED 9 I CHROME PLATED TFPI7I Page 10 of 10 330 2.8K UPRIGHT (1/2 in. NPT) TY1131 331 2.8K PENDENT (1/2 in. NPT) TY1231 340 4.2K UPRIGHT (1/2 in. NPT) TY2131 341 4.2K PENDENT (1/2 in. NPT) TY2231 370 5.6K UPRIGHT (1/2 in. NPT) TY3131 371 5.6K PENDENT (1/2 in. NPT) TY3231 390 8.0K UPRIGHT (3/4 in. NPT) TY4131 391 8.0K PENDENT (3/4 in. NPT) TY4231 360 8.0K UPRIGHT (1/2 in. NPT) TY4831 361 8.0K PENDENT (1/2 in. NPT) TY4931 TEMPERATURE I RATINGS 135 135°F(57°C) 155 155°F(68°C) 175 175°F (79°C) 200 200°F (93°C) 286 I 286-F (141-C) P/N 57- XXX-- X- XXX SI N SPRINKLER NOTES Available only on TY3131, 1(3231, TY4131, and TY4231 Eastern Hemisphere sales only. Available in only 2.8K, 4.2K. and 8.01K, 155°F (680C) and 200°F (930C): requires longer lead time to manufacture. TABLED SERIES TV-FRB PENDENT AND UPRIGHT SPRINKLERS PART NUMBER SELECTION Limited Warranty For warranty terms and conditions, visit www.tyco-firecom. Ordering Procedure Contact your local distributor for availability. When placing an order, indicate the full product name and Part Number (P/N). Sprinkler Assemblies with NPT Thread Connections Specify: Series TY-FRB (Specify SIN), (specify K-factor), (specify Pendent or Upright) Sprinkler (specify) temperature rating, (specify) finish or coating, P/N (specify from Table D) Recessed Escutcheon Specify: Style (10, 20, 30, or 40) Recessed Escutcheon with (specify*) finish, P/N (specify) Refer to Technical Data Sheet TFP770 Sprinkler Wrench Specify: W-Type 6 Sprinkler Wrench, P/N 56-000-6-387 Specify: W-Type 7 Sprinkler Wrench, P/N 56-850-4-001 1400 Pennbrook Parkway, Lansdale, PA 194461 Telephone +1-215-362-0700 02018 Johnson controls. All rights reserved. All specifications and other information shown were current 050t document revision date and are subject to change without notice. Johnson 000 NATIONAL :IRE PROTECTION ASSOCIATION end NFPA ore r0gi0lO,od vcdon,cms 01 NoIi0nuI FAn P,olncliOn A,soclullun:Controls TEFLON 50 ,cglslo,od I,000rno,u of DUPOnt I _r_ZL ooI \ \ III LM 2A WEB)!EIIIROLNI III Malleable Iron Threaded Pipe Unions Pressure - Temperature Ratings Temperature Pressure Class 150 Class 250 Class 300 (°F) (°C) psi bar psi bar psi bar 2O0 to 1500 -28.9° to 65.60 300 20.7 500 34.5 600 41.4 2000 93.30 265 18.3 455 31.4 550 37.9 2500 121.10 225 15.5 405 27.9 505 34.8 3000 148.90 185 12.8 360 24.8 460 31.7 3500 176.70 150 10.3 315 21.7 415 28.6 4000 204.40 110 7.6 270 18.6 370 25.5 4500 232.20 75 5.2 225 15.5 325 22.4 500° 260.00 - - 180 12.4 280 19.3 5500 287.80 - - 130 9.0 230 15.9 Note: Unions with Copper or Copper Alloy seats are not intended for use where temperature exceeds 450°F c®us APPROVED For Listings/Approval Details and Limitations, visit our website @ www.anvilintl.com or contact an Anvil/AnvilStar Sales Representative. Malleable Iron Threaded Fittings Pressure - Temperature Ratings Temperature Pressure Class 150 Class 300 ___________ Sizes /4-i" (6-25 mm) Sizes 11/4-2" (32-51 mm) Sizes 21,4_30 (64-76 mm) (°F) (°C) psi bar psi bar psi bar psi bar 200 to 1500 -28.9° to 65.60 300 20.7 2,000 137.9 1,500 103.4 1,000 68.9 2000 93.3 265 18.3 1,785 123.1 1,350 93.1 910 62.7 2500 121.1 225 15.5 1,575 108.6 1,200 82.7 825 56.9 3000 148.9 185 12.8 1,360 93.8 1,050 72.4 735 50.7 3500 176.7 150 10.3 1,150 79.3 900 62.1 650 44.8 4000 204.4 - - 935 64.5 750 51.7 560 38.6 4500 232.2 - - 725 50.0 600 41.4 475 32.8 5000 260.0 - - 510 35.2 450 31.0 1 385 26.5 ALL ELBOWS & TEES %' (10 ON) and LARGER ARE 100% GAS TESTED AT A MINIMUM OF 100 PSI. (6.9 bar) C 550° 287.8 - - 300 20.7 300 20.7 300 20.7 Anvil Class 150/300 Malleable Iron Fittings conform to ASME 12 816.3 and Unions conform to ASME B16.39. gain i?iJ ID I' 6? a rLFui 11 I c®us LISTED <> APPROVED [;] ONFSA NFPA i. =I =3111 am a IhVAI NDIA Bull Moose Tube® is a customer focused, growth oriented manufacturer and marketer of tubular products, where success is based on a commitment to meeting the customer's perception of quality. Our strength resides in our people working together to satisfy customers and to promote business growth by achieving superior financial performance. www.BullMooseTube.com sales@bullmoosetube.com 800.325.4467 BULL MOOSE TUBE COMPANY Bull Moose Tube's® "Eddy Pipe®" brand sprinkler pipe is produced to meet sprinkler pipe standards and applications. c®us LISTED <> APPROVED A.....k.., Fl,. NFPA ADVANTAGES OF BULL MOOSE TUBE® EDDY PIPE® FAMILY All pipe products are UL Listed (for U.S. and Canada), and have been approved by Factory Mutual. Excellent production and coating capabilities, tighter tolerances, and our unique steel properties make our pipe excellent for roll grooving, welding, threading, and plain end fittings. All products are certified to ASTM Al 35 and A795 Type E, Grade A. Available in specific cut to order lengths from regular mill rollings. More popular sizes available with coating or bare. Ultra Eddy®, Eddy Flow®, Eddylite®, and Eddythread 40® offer cost savings along with superior hydraulics without compromising service life. Sprinkler pipe inventory stocked in Masury, Ohio; Gerald, Missouri; Casa Grande, Arizona; Kent, Washington; and Dallas, Texas. All Bull Moose (black) sprinkler pipe includes our exclusive EDDY GUARD Il® MlC preventative coating. Bull Moose Tube® sprinkler pipe is FBCTM compatible. PRODUCTS Schedule 10 and Schedule 40: FM approved and UL listed sprinkler pipe. Eddythread 40®: Light threadable Schedule 40 replacement with corrosion resistance ratio ot 1.0. Eddylite®: Lightwall threadable with standard outside diameter. Eddy Flow®: Cost effective replacement for Schedule 10. Ultra Eddy®: Lightwall roll groovable pipe. Bull Moose galvanized steel sprinkler pipe is hot dipped galvanized to meet ASTM Al 23 standards. All products are stencilled to meet FM & UL specifications. PROTECTION Eddy Guard Il®: Bull Moose Tube® is producing product that can resist bacteriological growth even after multiple rinse-outs. You know MIC corrosion can impact your installation and your property. Specify Bull Moose Tube® "Eddy Guard Il®" and feel comfortable knowing that you are getting Eddy Pipe® product you trust with the bacteria resistance you need. Eddy Guard Il® is NFPA 13 and NFPA 13R system compatible for use in hybrid systems as well as FM approved. All information contained herein is accurate as known at the time of publication. Bull Moose TubeO reserves the right to change product specifications without notice and without incurring obligation. r c®us LISTED I APPROVED 4. NFP • SCHEDULE 10 PIPE SPECIFICATIONS NOMINAL PIPE SIZE (IN) O.D. (IN) 1. D. (IN) CRR** WEIGHT/FT WATER FILLED WEIGHT BUNDLE SIZE 1 1.315 1.097 15.27 1.41 lbs/ft 1.820 91 1-1 . /4 1.660 11.442 - 991 - 1.81 lbs/ft 2.5f8 61 1-1/2 1.900 1.682 7.76 2.09 lbs/ft 3.053 61 2 2.375 -. 2.157 - 6.27 2.64 lbs/ft 4.223 37 2-1/2 2.875 2.635 4.92 3.53 lbs/ft 5.893 30 3 3500 3.260 - 354 - 4341bs/ft - 7.957 - 19 4 4.500 4.260 2.50 5.62 lbs/ft 11.796 19 SCHEDULE 40 PIPE SPECIFICATIONS NOMINAL PIPE O.D. 1. D. WATER FILLED BUNDLE SIZE (IN) (IN) (IN) CRR** WEIGHT/FT WEIGHT SIZE 1 1.315 1.049 1.00 1.68 lbs/ft 2.055 70 11-1/4 1.660 1 3A0 1.00 2 27 lbs/ft 2.91 51 1-1/2 1.900 1.610 1.00 2.72 lbs/ft 3.602 44 2 2.375 2067 100 3.66 lbs/ft ' 7.58 lbs/ft - - 5114 30 2=1/2* 2.875 2.468 1.00 - 5.80 lbs/ft 7.875 30 3* 3.500 3.068 -. 1.00 10.783 19 4* 4.500 4.026 1.00 10.80 lbs/ft 16.316 19 *Only available in Casa Grande, AZ **Corrosion Resistance Ratio per latest UL Directory Listing PIPE PREPARATION For proper operation, all pipe surfaces should be cleaned prior to installation. In order to provide a leak-tight seat for the gasket, pipe surfaces should be free from indentations and projections from the end of the pipe to the groove. All loose paint, scale, dirt, chips, grease, and rust must be removed prior to installation. Failure to take these important steps may result in improper coupling assembly, causing leakage. Also, check the manufacturer's instructions for the specific fitting used. A For Additional Information Contact (800) 325-4467 www.buIlmoosetube.com ~Jl c_-•:'1i: J) Or From Canada Call: (800) 882-4666 sales@buIlmoosetube.com - 1819 Clarkson Road Chesterfield, MO Gerald, MO Kent WA Casa Grande, AZ Dallas D( Masury, OH GULL MOOSE 1UGE COMPANV 63017 Bull Moose Tube's® Schedule 10 and Schedule 40 are FM Approved and UL Listed (for U.S. and Canada), even though these products do not require separate approvals and listings. Bull Moose Tube® made the decision to have them approved and listed. Our Schedule 10 and Schedule 40 have a pressure rating of 300 PSI and have been through the same rigorous testing as our other tine pipe products. Schedule 10 can be supplied roll grooved or plain end. Bull Moose Tube's® Schedule 10 and Schedule 40 pipes are hot dipped galvanized to meet ASTM A123 standards. All products are stencilled to meet FM & UL specifications. I FireLock® Outlet-I STYLE 922 ® K ILPCBl SEE VICTAULIC PUBLICATION 10.01 FOR DETAILS The Style 922 Outlet-T provides a convenient method of incorporating ½, 3/4, and 1'/15, 20 and 25mm outlets for directly connecting sprinklers, drop nipples, sprigs, gauges, drains and other outlet products. Available for 11/4 through 76.1 mm/32 to 76.1 mm piping systems, Style 922 outlets are UL/ULC Listed, LPCB and FM Approved for branch connections and VdS Approved for direct sprinkler connection only on wet and dry systems. The locating collar engages into the hole prepared in the pipe. When tightened, the assembly compresses the gasket onto the OD of the pipe. The Style 922 Outlet-T is UL/FM rated up to 300 psi/2068kPa and VdS rated up to 16 bar at the ambient temperatures typical for tire protection systems. Style 922 is suitable for use on standard, lightwall, Schedule 5 and other specialty pipes.* Contact Victaulic for other optional coatings. *Consult Section 10.01 for specific listings/approvals. MATERIAL SPECIFICATIONS Housing: Ductile iron conforming to ASTM A-536, grade 65-45-12. Ductile iron conforming to ASTM A-395, grade 65-45-15, is available upon special request. Gasket: Grade "E" EPDM - Type A (Violet color code). FireLock products have been Listed by Underwriters Laboratories Inc. and Approved by Factory Mutual Research for wet and dry (oil free air) sprinkler services up to the rated working pressure using the Grade "E" Type A Gasket System. Bolts/Nuts: Heat-treated plated carbon steel, trackhead meeting the physical and chemical requirements of ASTM A-449 and physical requirements of ASTM A-183. Housing Coating: Orange enamel (North America, Latin America, Asia Pacific) Red enamel (Europe) JOB/OWNER CONTRACTOR ENGINEER System No. Submitted By Spec Sect Pa ra Location - Approved www.victaulic.com viclAuLic IS REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2009 VICTAULIC COMPANY. ALL RIGHTS RESERVED. REV G \4taulic 1.0.52 I IPS CARBON STEEL PIPE - HOLE CUT PRODUCTS FireLock® Outlet-I Nomina' Sim ..Dimensions - inches/millimeters 1'/4 x ½ 32 15 1/,o 30.2 1.30 33.0 1.83 46.5 1.10 27.9 3.87 98.3 2.56 65.0 1.0 0.45 ~ 20 1 /l6 30.2 1.28 32.5 1.83 46.5 1.10 27.9 3.87 98.3 2.56 65.0 1.1 0.50 1 25 1 1/16 30.2 1.52 38.6 2.18 55.4 1.10 27.9 3.87 98.3 2.56 65.0 1.2 0.54 1½ x ½ 40 15 11/16 30.2 1.42 36.1 1.95 49.5 1.22 31.0 4.08 103.6 2.56 65.0 1.2 0.54 3/4 20 1 3A6 30.2 1 1.40 35.6 1.95 49.5 1.22 31.0 4.08 103.6 2.56 65.0 1.2 0.54 1 25 1/i b 30.2 1.64 41.7 2.30 58.4 1.22 31.0 4.08 103.6 2.56 65.0 1.3 0.59 2 x ½ 50 15 11/16 30.2 1.66 42.2 2.19 55.6 1.46 37.1 4.60 116.8 2.56 65.0 1.3 0.59 3/4 20 1 3/16 .30.2 1.64 41.7 2.19 55.6 1.46 37.1 4.60 116.8 1 2.56 65.0 1.4 0.64 1 25 1/i 30.2 1.88 47.8 2.54 64.5 1.46 37.1 4.60 116.8 2.56 65.0 1.5 0.68 2112 x ½ 65 15 1 3A6 30.2 1 1.91 48.5 2.44 62.0 1.71 43.4 5.40 137.2 2.56 65.0 1.6 0.73 3% 20 1 3A6 30.2 1.89 48.0 2.44 62.0 - 1.71 43.4 5.40 137.2 2.56 65.0 1.6 0.73 11/16 30.2 2.13 54.1 2.79 70.9 1.71 43.4 5.40 137.2 2.56 65.0 1.6 0.73 1 25 ½ 76.1 mm X 15 1/I6 30.2 1.91 48.5 2.44 62.0 1.71 43.4 5.50 139.7 2.56 65.0 1.6 0.73 34 20 1 3A6 30.2 1 1.89 48.0 2.44 62.0 1.71 43.4 5.50 139.7 2.56 65.0 1.6 0,73 ' 3 /16 30.2 1 2.13 54.1 2.79 70.9 1.71 43.4 1 5.50 139.7 1 2.56 65.0 1.7 0.80 1 25 STYLE 922 DIMENSIONS Eel _•u 'L Ar' ui t Victaulic female threaded products are designed to accommodate standard NPT or BSPT (optional) male pipe threads only. Use of male threaded products with special features, such as probes, dry pen- dent sprinklers, etc., should be verified as suitable for use with this Victaulic product. Failure to verify suitability in advance may result in assembly problems or leakage. Center of run to engaged pipe end for NPT threads (dimensions are approximate). www.victaulic.com vlclAuLlC IS REGISTERED TRADEMARK OF vIcTAULIC COMPANY. © 2009 VICTAULIC COMPANY. ALL RIGHTS RESERVED. 10.52 2 htauIiC REV ( IPS CARBON STEEL PIPE - HOLE CUT PRODUCTS FireLock® Outlet-I STYLE 922 PERFORMANCE Run Size [I Inches/mth x Outlet Size Equivalent Length of 1 inch Schedule 40 Steel Pipe (per UL 213, Section 16) (C120)* FT Féetlnielers I V4 1 8S 40 I 2S I II•iiii,1IIIIIIIII Hazen-Williams coefficient of friction is 120 www.victaulic.com - VICTAULIC IS REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2009 VICTAULIC COMPANY. ALL RIGHTS RESERVED. •ctaul.c RFV C, - 10.2 3 FireLock® Outlet-T STYLE 922 INSTALLATION Reference should always be made to the 1-100 Victaulic Field Installation Handbook for the product you are installing. Handbooks are included with each shipment of Victaulic products for complete installation and assembly data, and are available in PDF format on our website at www.victaulic.com. WARRANTY Refer to the Warranty section of the current Price List or contact Victaulic for details. NOTE This product shall be manufactured by Victaulic or to Victaulic specifications. All products to be installed in accordance with current Victaulic installation/assembly instructions. Victaulic reserves the right to change product specifications, designs and standard equipment without notice and without incurring obligations. For complete contact information, visit www.victaulic.com 10.52 3355 REV G UPDATED 12/2009 iCtUIic vIcTAULIc IS REGISTERED TRADEMARK OF vIcTAuI.Ic COMPANY. © 2009 VICTAIJLIC COMPANY. ALL RIGHTS RESERVED. 10.52 .FCSfl P.O. Box 3365 South El Monte, CA 91733 626.444.0541 Fax 626.444.3887 www. Afcon.org 300 RING HANGER I thru 4 Inch pipe LISTED FOR STEEUCPVC 112&3!4 inch pipe 5 thru 8 inch pipe SIZE - ROD- 3/8" or 1/2" SIZE - SYSTEM PIPE - 1/2" thru 8" MATERIAL - Carbon Steel, Mu. Galvanized to G-90 spec. LISTING/APPROVAL - `@ us USTED 203-EX 2551 1"- 8" Approval guide - 1"- 8" OSHPD OPA-060 1 See Website. CONFORMS WITH: Federal Specification WW-H- 171 E, Type 10. Manufacturers Standardization Society ANSI/MSS-SP-58 Type 10. MAXIMUM TEMPERATURE - 650°F. FUNCTION - Pipe hanger component of an AFCON hanger. To support steel, CPVC or copper pipe. INSTALLATION - Per NFPA 13, 13R, 13D, these instructions and the CPVC or copper pipe manufacturers instructions. FEATURES - * Sized and listed exclusively for use with #310 Surge Restrainer. * Band edge is offset for EASY pipe insertion. * Custom fit swivel nut for better retention in ring. ORDERING - Part #, pipe size. NFPA 13 PIPE ROD I WT. 5 WT.+250 UL TEST LOAD 1 3/8 30.75 403.75 750 11/4 3/8 43.95 469.75 750 11/2 3/8 54.15 520.75 750 2 3/8 76.95 634.75 750 21/2 3/8 118.35 841.75 850 3 1 3/8 162.30 1061.50 1050 4 3/8 246.00 1480.00 1500 5 1/2 349.45 1996.75 2000 6 1/2 476.35 1 2631.75 2650 8 1/2 711.00 3805.00 4050 11/09 Restraint SIZE - One size fits 3/4 thru 2 inch AFCON #300 Ring Hanger. 551 P.O. Box 3365 South El Monte, CA 91733 626.444.0541 Fax 626.444.3887 www. Afcon.org 310 RING RESTRAINER MATERIAL - Carbon Steel. FINISH - Mu. Galvanized. LISTINGS - c us 203-EX 2551 Listed only for use with AFCON #300 Ring Hanger. FUNCTION - To restrain movement of sprinkler pipe toward the knurl nut of the ring hanger. To prevent upward movement of pipe that supplies a pendent sprinkler below the ceiling. INSTALLATION - Per NFPA 13 and CPVC manufacturers instructions on steel, CPVC, or copper pipe. Snap into locking position on swivel nut of AFCON #300 Ring Hanger. SPECIAL NOTE: When installing on CPVC sprinkler system pipe: Verify that all assembly components are cleaned of any surface oil. FEATURES - * Listed only for use with AFCON #300 Ring Hanger. ORDERING - Part # and size. S.' "•5 .r Specific .4FC0N products are exclusively designed to be compatible ONLY with other AFCOrV products including parts and fastcncrs, resulting in a listed sway brace, restrainer or hunger assembly. Be advised the following svnmanty restriction will apply. DISCLAIMER. AFCON trill NOT warrant against the failure of its products when used in combination with oilier products, pans Orsystems not manufactured or sold by AFCON. AFCON shall NOT be liable tinder any cirettlltttances whatsoever for any direct or indirect, incidental or consequential damages of any kind, including but not limited to loss of business or profit, when non-AFCON products have been, or are used. 1/08 ?owers Power-Stud+M SD2 PRODUCT INFORMATION FASTENERS Power Stud+TM SD2 Wedge Expansion Anchor PRODUCTIDESCRIPTION SECTION CONTENTS Page No. The Power-Stud+ SD2 anchor is a fully threaded, torque-controlled, wedge expansion General Information....................1 anchor which is designed for consistent performance in cracked and uncracked concrete. Material Specifications ................ 1 Suitable base materials include normal-weight concrete, structural sand-lightweight Installation Specifications ........... 2 concrete and concrete over steel deck. The anchor is manufactured with a zinc plated carbon steel body and stainless steel expansion clip for premium performance. Installation Instructions...............3 Performance Data........................4 GENERAL APPLICATIONS A (1.u11* Structural connections, i.e., beam and column anchorage Utility and safety-related attachments Interior applications flow level corrosion environment Tension zone applications, i.e., cable trays and strut, pipe supports, fire sprinklers Seismic and wind loading Medium to heavy duty purposes + Consistent performance in high and low strength concrete + Nominal drill bit size is the same as the anchor diameter + Anchor can be installed through standard fixture holes + Length ID code and identifying marking stamped on head of each anchor + Anchor design allows for follow-up expansion after setting under tensile loading International Code Council, Evaluation Service (ICC-ES), ESR-2502 for concrete Code compliant with the 2009 IBC, 2009 IRC, 2006 IBC, 2006 IRC, 2003 IBC, 2003 IRC and 1997 UBC Tested in accordance with ACt 355.2 and [CC-ES AC 193 for use in structural concrete under the design provisions of ACI 318 (Strength Design method using Appendix D) Evaluated and qualified by an accredited independent testing laboratory for recognition in cracked and uncracked concrete including seismic and wind loading (Category 1 anchors) FM Global (Factory Mutual) - File No. 3033795, 3/8" and 1/2' diameters Pipe hanger components for automatic sprinkler systems Underwriters Laboratories (UL Listed) - File No. EX1 289 - See listing. GUIDE SPECIFICATIONS Ordering Information ..................8 Power-Stud+ 5D2 Assembly THREAD VERSION UNC threaded stud ANCHOR MATERIALS Zinc plated carbon steel body with stainless steel expansion clip, zinc plated carbon steel nut and washer ANCHOR SIZE RANGE (TYP.) 3/8k diameter through 3/4" diameter SUITABLE BASE MATERIALS Normal-weight concrete Structural sand-lightweight concrete Concrete over steel deck Grout-filled concrete masonry ((MU) CSI Divisions: 03151-Concrete Anchoring, Masonry Anchorage and 05090-Metal Fastenings. Expansion anchors shall be Power-Stud+ 502 as supplied by Powers Fasteners, Inc., Brewster, NY. Anchors shall be installed in accordance with published instructions and the Authority ICC Having Jurisdiction. Ofo ~ Anchor component Specification Anchor body Medium carbon steel Hex nut Carbon steel, ASTM A 563, Grade A Washer Carbon steel, ASTM F 844; meets dimensional requirements of ANSI B18.22.2, Type A Plain Expansion wedge (clip) Type 316 stainless steel Plating (anchor body, nut andwasher) Zinc plating according to ASTM B 633, SC1,Type Ill (Fe/Zn 5) Minimum plating requirment for Mild Service Condition 9 1 www.powers.com Canada: (905) 673-7295 or (514) 6314216 Powers USA: (800) 524-3244 or (914) 235-6300 PowerStud+ SD2 Anchor Detail ?owers FASTENERS PRODUCT INFORMATION Power-Stud+M SD2 Installation Table for Power-Stud+ SD2' Nominal Anchor Size Anchor Property/Setting Notation Units Information 3/8" 112 5/8" 3/4" Anchor diameter d0 in. 0.375 0.500 0.625 0.750 (mm) (9.5) (12.7) (15.9) (19.1) Minimum diameter of hole dh in. 7/16 9116 11/16 13/16 clearance in fixture (mm) (11.1) (14.3) (17.5) (20.6) Nominal drill bit diameter dbjt 3/8 1/2 5/8 3/4 in. ANSI ANSI ANSI ANSI Minimum nominal embedment h nom in. 23/8 2 1/2 3 3/4 3 7/8 4 7/8 4 1/2 5 3/4 depth (mm) (60) (64) (95) (98) (124) (114) (146) Effective embedment hef in. 2 2 3 1/4 3 1/4 4 1/4 3 3/4 5 (mm) (51) (51) (83) (83) (108) (95) (127) Minimum hole depth1 h0 in. 2 5/8 2 3/4 4 4 1/4 5 1/4 4 3/4 6 (mm) (61) 1 (70) (102) (108) (133) (121) (152) Minimum concrete member h' in. 4 4 1/21 6 5 3/4 5 3/4 5 3/4 6 1/21 8 7 10 thicknessi (mm) (102) (114)J(152) (146) (146) (146) (165)J(203) (178) (254) Minimum overall anchor length ',-ith in. 3 3 3/4 4 1/2 4 3/4 6 6 1/4 7 (mm) (76.2) (95) (114) (121) (152) (159) (178) Minimum edge distance1 Cmin in. 2 1/2 4 23/4 4 2 3(4 4 1/4 4 1/4 5 4 1/2 (mm) (63.5) (102) (70) (102) (70) (108) (108) (127) (114) Minimum spacing distance 1 in. in. 3 1/2 6 6 4 6 4 1/4 4 1/4 6 6 (mm) (88.9) jj JJ (102) (152) (108) (108) (152) (152) Critical edge distance1 cac in. 6 1/2 8 10 8 15 3/41 10 12 12 (mm) (165.1) (203) 1 (254) (203) 1 (400) I (254) (305) 1 (305) Installation torque Tinst ft-lb. 20 40 60 110 (N-m) (27) (54) (81) (149) Torque wrench socket size - in. 9/16 3/4 15/16 11/8 Nut height - in. 21/64 7/16 35/64 41/64 1. For installations through the soffit of steel deck into concrete, see the installation detail. Anchors in the lower flute may be installed with a maximum 1-Inch offset in either direction from center of the flute. In addition, anchors shall have an axial spacing along the flute equal to the greater of 3hef or 1.5 times the flute width. Head Marking Legend Letter Code = Length Identification Mark '+' Symbol = Strength Design Compliant Anchor Number Code = Carbon Steel Body and Stainless Steel Expansion Clip Length Identification Mark A B C D E F G H I From 1-1/2" 2" 2-1/2" 3" 3-1/2" 4" 4-1/2" 5" 5-1/2" 6" Uptobutnot 2' 2-1/2" 3" 3-1/2" 4" 4-1/2" 5" 5-1/2" 6" 6-1/2" including Mark 1< L M N 0 P M N 0 P From 6-1/2" 7" 7-1/2" 8" 8-1/2" 9" 7-112" 8" 8-1/2" 9" Up to but not 7" 7-1/2" 8° 8-1/2" 9" 9-1/2" 80 8-1/2" 9" 9-1/2" induding Length identification mark indicates overall length of anchor. 9 Powers USA: (800) 524-3244 or (9.14) 235-6300 Canada: (905) 673-7295 or (514) 6314216 www.powers.com 2 ?owers Power.Stud+ SD2 PRODUCT INFORMATION FASTENERS Installation Instructions for Power-Stud+ S02 4 4 • 4 L2.. t V 4 &* •__ _t • 4, 4 • 4 • .[I' ,1 , 4 z_ . 4 V • • ':'-' 41' • 1.) Using the proper drill bit size, 2.) Remove dust and debris from 3.) Position the washer on the 4.) Tighten the anchor with a drill a hole into the base the hole. anchor and thread on the nut. if torque wrench by applying the material to the required depth. installing through a fixture, drive required installation torque, Tjnst The tolerances of the drill bit the anchor through the fixture into used should meet the the hole. Be sure the anchor is requirements of ANSI Standard driven to the minimum required 8212.15. nominal embedment depth, hnom Installation Detail A: for Power-Stud+ SD2 Installed Through Soffit of Steel Deck into Concrete' SI5UCflI1IAL W4fl440IftWnGHrcO1$E oa N0pa4#tWnom f cswcxc*t cvsesrrcLuec((MieiMuu sopsa / . uPrRssu1 / [314 O MU r fYA&LSY) /1 LlY AUDVII4(MS MilL 41/F I I WIVI W414 £414' —1 - IOWLRI'LiIISCPJOGEt £410. 2O0AGESTEO.C41M141. null 1001 Installation Detail B: for Power-Stud+ 5D2 Installed Through Soffit of Steel Deck into Concrete23 STRUCTURAL SAND-LIGHTWEIGHT CONCRETE OR NORMAL WEIGHT CONCRETE OVER STEEL DECK (MINIMUM 3,000 P51)7 1'Clr.Kn. / • 1 . _ _I x. 1MaLJ L Min. J ;Min ._i /[L Mm. No. 20 Gage Steel Deck Mm, Lower Flute Edge I. Anchors may be placed in the upper flute or lower flute of the steel deck profiles in accordance with installation Detail A provided the minimum hole clearance is satisfied. Anchors in the lower flute of installation Detail A profiles may be installed with a maximum 1-inch offset in either direction from the center of the flute. The offset distance may be increased proportionally for profiles with lower flute widths greater than those shown provided the minimum lower flute edge distance is also satisfied. Anchors may be placed in the lower flute of the steel deck profiles in accordance with installation Detail 8 provided the minimum hole clearance is satisfied. Anchors in the lower flute of installation Detail B profiles may be installed with a maximum 1/8-inch offset in either direction from the center of the flute. The offset distance may be increased proportionally for profiles with lower flute widths greater than those shown provided the minimum lower flute edge distance is also satisfied. Anchors may be placed in the upper flute of the steel deck profiles In accordance with installation Detail B provided the concrete thickness above the upper flute is minimum 31/4-inch a minimum hole clearance 3/4-inch is satisfied. 9 3 - www.powers.com Canada: (905) 673-7295 or (514) 631-4216 Powers USA: (800) 524-3244 or (914) 235-6300 ?owers FASTENERS PRODUCT INFORMATION Power-Stud+M SD2 Tension Design Information (For use with load combinations taken from ACI 318 Section 9.21112 Design Characteristic Notation Units Nominal Anchor Size 3/8" 1/2 1 5/8" 3/4 Anchor category 1, 2 or 3 - 1 1 ] 1 1 STEEL STRENGTH INTENSION4 Minimum specified yield strength (neck) f ksi 96.0 (662) 85.0 (586) 85.0 (586) 700 (43) Minimum specified ultimate strength (neck) flo. ksi (N/mm2) 120.0 (827) 106.0 (731) 106.0 (731) 90.0 (620) Effective tensile stress area (neck) AS,in2 (mm2) 0.0552 (35.6) 0.1007 (65.0) 0.1619 (104.S) 0.2359 (153.2) Steel strength in tension Nan lb (kN) 6,625 (29.4) 10,445 (48.0) 13,080 (58.2) 21,230 (94.4) Reduction factor for steel strength3 0 - 0.75 CONCRETE STRENGTH IN TENSION8 _BREAKOUT Effective embedment hef in. (mm) 2.00 (51) 2.00 I (51) 3.25 (83) 3.25 I 4.25 (83) (108) 3.75 (95) I 5.00 (127) Effectiveness factor for uncracked concrete k. - 24 24 24 24 Effectiveness factor for cracked concrete k0. - 17 17 17 17 Modification factor for cracked and uncracked concretes qi cA' 1.0 See note 5 1.0 See note 5 1.0 See note 5 1.0 See note 5 Critical edge distance in. (mm) 8 (203) 8 (203) I 10 I (254) 8 I (203) 15-3/4 (400) 12 (305) 12 1 (305) Reduction factor for concrete breakout strength3 - 0.65 (Condition B) PULLOUT STRENGTH INTENSION (NON-SEISMICAPPLICATIONS)8 Characteristic pullout strength, uncracked concrete (2,500 psi)6 N P.'' lb (kN) 2,775 (12.3) See note 7 6,615 See note 7 (29.4) See note 7 See note 7 See note 7 Characteristic pullout strength, concrete (2,500psi)6 -cracked N P.0' lb (kN) 2 ,165 (9.6) See note 7 4,375 I (19.5) 5eenote7 4,980 (22.4) See note 7 I 7,795 (35.1) Reduction factor for pullout strength3 - 0.65 (Condition B) PULLOUT STRENGTH IN TENSION FOR SEISMIC APPLICATIONS8 Characteristic pullout strength, seismic6 9 (Aç,) lb (kN) 2165 (.6) 4,375 (19.5) ISeenotel'7,795 I See note 7 4,980 (22.4) 'See note 7 (35.1) Reduction factor for pullout strength3 - 0.65 (Condition B) PULLOUT STRENGTH IN TENSION FOR STRUCTUAL SAND-LIGHTWEIGHT AND NORMAL-WEIGHT CONCRETE OVER STEEL DECK Characteristic p.illoutstrength, cracked concrete steel deck, according to Installation Detail At° -over N ' UTI0' lb (kN) 1,855 (8.3) 2,065 (9.2) 3,930 (17.5) 4,665 (20.8) 7,365 (32.8) 4,900 (21.8) Characteristic puQwt strength uncracked concrete owrsteeldedgaccordhtgtolnstaltationDetailB'° NP, ' 0' lb (kN) 1,445 ('6.4) 1,465 (6.5) 2,600 (11.6) 3,305 (14.7) 3,490 (15,5) 3,470 (15.4) Characteristic pullout s1rength uncracked concrete over steel deck according to Installation Detail 810 . 0' lb I (kN) 1 600 (.6) 2,025 (6.4) Not Applicable Not Applicable Not Applicable Not Applicable Characteristic pullout strength, cracked concrete steel deck according to Installation Detail 810 -over N . UflcT lb (kN) 1 250 (.6) 1,435 (6.4) Not Applicable Not Applicable Not Applicable Not Applicable Reduction factor for pullout strength3 0 - 0.65 (Condition B) The data in this table is intended to be used with the design provisions of ACI 318 Appendix Dfor anchors resisting seismic load combinations the additional requirements of ACI 318 03.3 shall apply. Installation must comply with published instructions anddetails. All values of 0 were determined from the load combinations of ACI 318 Section 9.2. If the load combinations of Appendix Care used, the appropriate value of rp must be dete,rrined in accordance with ACI 318 0.4.5. For reinforcement that meets ACt 318 Appendix 0 requirements for Condition A, see ACt 318 0.4.4 for the appropriate 0 factor. The Power-Stud-i- 502 Is considered a ductile steel element in tension as defined byACI 3180.1. Reported values for steel strength in tension are based on test results per ACI 355.2 and shall be used for design. For all design cases use WrN= 1.0. Select appropriate effectiveness factor for aaderd concrete (k) or uncracked concrete For all design cases use (Pep = 1.0. For concrete compressive strength greater than 2.500 psi, Npn = (pullout strength value from table)'(spedfled concrete compressive strength/2500)fl. For concrete over steel dedthe value of2500ntbe replaced with the value 013000.For aliandias n= 1/2 with the exqudionofm3/8 anchor size for aadadccjtcretewheren= 1/3. Pullout strength does not control design of indicated anchors. Do not calculate pullout strength for indicated anchor size and embedment. Anchors are permitted to be used in structural sand-lightweight concrete provided that Nh Neg and Npn are multiplied by a factor of 0.60 (not required for steel deck). Reported values for characteristic pullout strength in tension for seismic applications are based on test results per ACt 355.2. Section 9.5. tO. Values for NM &c* are for structural sand-lightweight amete (t' mi, = 3,000 a) and additional ighiweighi concrete reduction factors need not be applied In addition, evaluation for the concrete breakout capacity in accordance with ACt 318 D.5.2 is not required for anchors installed in the flute (soffit). g Powers USA: (800) 524-3244 or (914) 235-6300 Canada: (905) 673-7295 or (514) 631-4216 www.powers.com 4 ?owers Power-Stud+ 5D2 PRODUCT INFORMATION FASTENERS Shear Design Information (For use with load combinations taken from ACI 318 Section 9.2)1.9 Design Characteristic Notation Units Nominal Anchor Size 318 1I2 5/8w 1 Anchor category 1, 2 or 3 - 1 1 1 ] 1 STEEL STRENGTH IN SHEAR4 Minimum specified yield strength (threads) f Y k.si (N/mm2) 76.8 (530) 68.0 (469) 68,0 (469) 56.0 (386) Minimum specified ultimate strength (threads) ksi (N/mm2) 96.0 (662) 84.8 (585) 84,8 (585) 72.0 (496) Effective tensile stress area (threads) A in2 (mm2) 0.0775 (50.0) 0.1419 (65.7) 0.33455e 0.2260 (104.9) (215.8) Steel strength in shears V lb (k N) 2,190 4,640 (20.6) 9800 (44.1) 10,175 (4'5.3) Reduction factor for steel strength3 0 - 0.60 0.65 CONCRETE BREAKOUT STRENGTH IN SHEAR6 Load bearing lenath of anchor (hef or 8d0, whichever is less) 4 in. (mm) 2.00 (51) 2.00 I (51) 3.25 (83) 3.25 I (83) 4.25 (108) I 3.75 (95) I 5.00 (127) Reduction factor for concrete breakout strength3 0 - 0.70 (Condition B) PRYOUT STRENGTH IN SHEAR6 Coefficient for pryout strength (1.0 for hef<2.S in., 2.0 for hef~ 2.5 in.) kCP - 1.0 1.0 2,0 2.0 2.0 I 2.0 2.0 Effective embedment hg in. (mm) 2.00 (51) 2.00 (51) I 3.25 (83) 3.25 (83) I 4.25 (108) 3.75 5.00 (127) Reduction factor for pryout strength3 1 0 - 0.70 (Condition B) STEEL STRENGTH IN SHEAR FOR SEISMIC APPLICATIONS6 Steel strength in shear, seismic7 lb (lb 1,955 ('8.7) 4,640 (20.6) I 6,530 (29.0) I 6,635 (29.5) Reduction factor for steel strength in shear, seismic3 - 0.60 0.65 STEEL STRENGTH IN SHEAR FOR STRUCTUAL SAND-LIGHTWEIGHT AND NORMAL -WEIGHT CONCRETE OVER STEEL DECK9 Steel strength in shear, concrete over steel deck according to installation Detail A8 lb (kN) 2 170 ('9.7) 3815 (7.0) I 5040 (2.4) I 4015 (7.9) 6670 I (9.7) I 4325 I (9.2) Steel strength in shear, concrete over steel deck, according to Installation Detail B v sa.ciedc lb (kN) 2,170 (9.7) 2,880 (12.8) Not I Applicable Not Applicable I Not Applicable Not Applicable Reduction factor for steel strength in shear for concrete over steel deck3 - 0.60 0.65 The data in this table is intended to be used with the design provisions of ACI 318 Appendix 0; for anchors resisting seismic load combinations the additional requirements of AC 318 D.3.3 shall apply. Installation must comply with published instructions and details. All values of 4 were determined from the load combinations of ACI 318 Section 9.2. If the load combinations of Appendix C are used, the appropriate value of 0 must be determined in accordance with ACI 318 Section 0.4.5. For reinforcement that meets ACI 318 Appendix 0 requirements for Condition A, see ACI 318 0.4.4 for the appropriate 0 factor. The Power-Stud+ SD2 is considered a ductile steel element as defined by ACI 318 D. 1 with the exception of the 3/8" anchor size in shear. Reported values for steel strength in shear are based on test results per ACI 355.2, Section 9.4 and shall be used for design. These reported values may be lower than calculated results using equation 0-20 in ACI 318-05 0.6.1.2 and D-18 in ACI 318-02, 0.6.1.2. Anchors are permitted to used in structural sand-lightweight concrete provided that Vb and Vq) are multiplied by a factor of 0.60 (not required for steel deck). Reported values for steel strength in shear for seismic applications are based on test results per ACI 355.2, Section 9.6. Values for V are for sMjcW sand.flghtweight concrete ("c j, = 3,000 psi) and additional lightweight concrete reduction factors need not be applied In addition, evaluation for the concrete breakout capacity in accordance with ACI 318 D.6.2 and the pryout capacity in accordance with ACI 318 D.63 are not required for anchors installed in the flute (soffit). Shear loads for anchors installed through steel deck into concrete may be applied in any direction. www.powers.com Canada: (905) 673-7295 or (514) 6314216 Powers USA: (800) 524-3244 or (914) 235-6300 ?owers FASTENERS PRODUCT INFORMATION Power-Stud+" 5D2 Factored Design Strength (ONn and 611n) Calculated in Accordance with ACI iL: Appendix tIsj Tabular values are provided for illustration and are applicable for single anchors installed in normal-weight concrete with minimum slab thickness, ha = h,,, and with the following conditions: - Cal is greater than or equal to the critical edge distance, Cac (table values based on Cal = - Ca2 is greater than or equal to 1.5 Cal. Cal Calculations were performed according to ACI 318-05 Appendix D. The load level corresponding to the controlling Ca2 hp, failure mode is listed (e.g. For tension steel, concrete breakout and pullout For shear steel, concrete breakout and -=- piut). Furthermore, the capacities for concrete breakout strength in tension and pryout strength in shear are calculated using the effective embedment values, 1, for the selected anchors as noted in the design information tables Please also reference the installation specifications for more information. Strength reduction factors (0) were based on ACI 318 Section 9.2 for load combinations. Condition B is assumed. Tabular values are permitted for static loads only, seismic loading is not considered with these tables. For designs that include combined tension and shear, the interaction of tension and shear loads must be calculated in accordance with ACI 318 Appendix D. Interpolation is not permitted to be used with the tabular values. For intermediate base material compressive strengths please see ACI 318 Appendix D. For other design conditions including seismic considerations please see ACI 318 Appendix D. Tension and Shear Design Strength for Power-Stud+ SD2 in Cracked Concrete [Ø Nominal Nominal Minimum Concrete Compressive Strength, ft (psi) 2,500 3,000 4,000 6,000 8,000 Anchor Embed. çbN d'V ØN çbV ON, çbN çbV çbN çtV Size h cm.) (in.) Tension (lbs.) ~hear (lbs.) Tension (lbs.) Shear (lbs.) Tension (lbs.) Shear (lbs.) Tension (lbs.) Shear Tension Shear (lbs.) (lbs.) (lbs.) 3(8 2-318 1,405 1,495 1,645 1,885 2,075 2-1/2 1,565 1,685 1,710 1,845 1,975 2,130 2,420 2,605 2,795 3,010 1/2 3-3/4 3-7/8 2,845 3,235 3,575 3,115 3,545 3,595 3,920 4,095 1 4,525 4,405 I 5,085 5,015 5,540 5,790 5/8 - ________ 4-7/8 3,235 4,885 3,545 5,355 4,095 6,180 5,015 5,790 4-1/2 4,010 4,730 4,395 5,185 5,075 5,985 .7175.. 3/4 5-3/4 5,065 5,550 6,410 7,850 9,065 Tension and Shear Design Strength for Power-Stud+ SD2 in Uncracked Concrete Steel Strength Controls I 1 Concrete Breakout Strength Controls I I Anchor Pullout/Pryout Strength Controls Factored design strengths may be converted to allowable loads using an appropriate conversion factor, oi, for the controlling load combination. See ICC-ES ESR-2502. 9 Powers USA: (800) 524-3244 or (914) 235-6300 Canada: (905) 673-7295 or (514) 6314216 www.powers.com 6 ?owers Power-Stud+ 5D2 PRODUCT INFORMATION FASTENERS Converted Allowable Loads for Power-Stud+ 5D2 in Cracked Concrete12 (0 Nominal Anchor Nominal Embed. Minimum Concrete Compressive Strength, ft (psi) __________________ 2,500 3,000 4,000 6,000 8,000 Size (in) h an,) T8ROO,ASD Tension (lbs.) Shear (lbs.) TAsD Tension (lbs.) Shear (lbs.) Taj Tension (lbs.) Shear (lbs.) T w SD Tension (lbs.) V. Shear (lbs.) T.T6 4SD Tension (lbs.) Va t,IOASD Shear (lbs.) 3/8 2-3/8 1,005 940 1,065 940 1,175 940 1,345 940 1,480 940 1/2 2-1/2 1,115 1,205 1,220 1,315 1,410 1,520 1,730 1,860 1,995 2,150 3-3/4 2,030 2,115 2,225 2,155 2,565 2,155 3,145 2,155 3,630 2,155 3-718 2,310 2,555 2,530 2,800 2,925 3,230 3,580 3,955 4,135 4,550 5/8 4-7/8 2,310 3,490 2,530 3,825 2,925 4,415 3,580 4,550 4,135 4,550 3/4 4-1/2 2,865 3,380 3,140 3,705 3,625 4,275 4,440 4,725 5,125 4,725 5-3/4 3,615 4,725 3,965 4,725 4,580 4,725 5,605 4,725 6,475 4,725 Converted Allowable Loads for Power-Stud+ SD2 in Uncracked Concrete12 Nominal Anchor Size (in) Nominal Embed. h (in.) Minimum Concrete Compressive Strength, f'c (psi) 2,500 3,000 4,000 6,000 8,000 T,Aso Tension (lbs.) VOMrMnb4eASD Shear (lbs.) 7oRowabASO Tension (lbs.) VSD Shear (lbs.) Tension (lbs.) Shear (lbs.) T8 Tension (lbs.) Shear (lbs.) Tension (lbs.) VA Shear (lbs.) 3/8 2-3/8 1,290 910 1,410 940 1,630 940 1,995 940 2,305 940 112 2-1/2 1,575 1,695 1,725 1,860 1,990 2,145 1,99S 2,1S5 2,815 2,155 3-3/4 3,070 2,115 3,365 2,155 3,885 2,155 4,775 2,155 5,490 2,155 3-7/8 3,265 3,575 3,575 3,915 4,130 4,525 5,005 4,550 5,840 4,550 5/8 4-7/8 4,880 4,550 5,345 4,550 6,175 4,550 7,560 4,550 8,730 4,550 3/4 4-1/2 4,045 4,725 4,430 4,725 5,115 4,725 6,265 4,725 7,235 4,725 5-3/4 6,230 4,725 6,825 4,725 7,880 4,725 9,650 4,725 11,140 4,725 Allowable load values are calculated using a conversion factor, 01, from Factored Design Strengths and conditions shown on the previous page. Tabulated allowable load values assume 50% dead load and 50% bye load, with controlling load combination 1.2D+ 1.6L Calculated weighted average for the conversion factor, 01:1.2(0.5) + 1.6(0.5) = 1.4. Anchor Minimum Size Embedment Installation Ulimate Load Allowable Ulimate Load Allowable Load in Depth Location3 Tension Tension Shear Load Shear (mm) (mm) lbs. (kN) lbs. lbs. lbs. Wall Face (kN) (kN) (kN) Mm. 2-1/2" Edge 3/8 2-1/2 1,670 335 2,075 415 (9.5) (50.8) and End Distances (74) (1.5) (9.2) (1.8) Wall Face 2-1/2 2,295 460 1,310 260 Mm. 3' Edge and (10.2) (2.0) (5.8) (1.2) (50.8) End Distances 1/2 (12.7) iop of Wall 33/4 Min. 1-3/4' Edge 3,320 665 1,140 230 (95.3) and 4' Edge (14.8) (3.0) (5.1) (1,0) Distances Tabulated load values are for anchors installed in minimum 6-inch wide, minimum Grade N, Type Ii, lightweight, medium-weight or normal-weight concrete masonry units conforming to ASTM C 90. Mortar must be minimum Type N. Masonry compressive strength must be at the specified minimum at the time of installation. Allowable load capacities listed are calculated using and applied safety factor of 5.0. Consideration of safety factors of 10 or higher may be necessary depending upon the application such as life safety. Anchor installations into grouted masonry walls are limited to one per masonry cell, g 7 www.powers.com Canada: (905) 673-7295 or (514) 631-4216 Powers USA: (800) 524-3244 or (914) 235-6300 Pibrvrniin omyCpessive Strengtl 1'm= 1,500 psi (10,4 Mpa) Ultimate and Allowable Load Capacities for Power-5tud+ SD2 in Grout Filled Concrete Masonry'.2.3 f"° * Nominal Mkiimum End Minimum Edo Distance (Typ) - - [ Distance iTyp) > Grout Filled CMU(Typ) ''- Cell Web Face Shell Permissible Anchor Locations (Un-hatched Area / Through Face Shell) ?owers FASTENERS PRODUCT INFORMATION Power-Stud+ SD2 ORDERING INFORMATION. Power-Stud+ SD2 (Carbon Steel Body with Stainless Steel Expansion Clip) Cat No. Anchor Size Thread Length Box Qty. Carton Qty. Wt./100 (lbs) 7413SD2 3/8° x 3" 1-3/4" 50 300 10 7414SD2 3/8"x3-1/2" 2-1/4" 50 300 12 7415S02 3/8" x 3-3/4" 2-1/2" 50 300 13 74165D2 3/8" x 5" 3-3/4" 50 300 16 7422SD2 1/2" x 3-3/4" 2-1/8" 50 200 23 7423SD2 1/2" x 4-1/2" 2-7/8" 50 200 28 7424SD2 1/2" x 5-1/2" 3-7/8" 50 150 32 74265D2 1/2" x 7" 5-3/8" 25 100 44 7427S02 1/2" x 8-1/2" 6-7/8" 25 100 46 7435SD2 5/8" x 4-3/4" 2-7/8" 25 100 52 7433SD2 518"x5" 3-1/8" 25 100 57 7434SD2 5/8" x 6" 4-1/8" 25 75 64 7436S02 5/8" x 7" 5-1/8" 25 75 72 7438S02 5/8" x 8-1/2" 6-5/8" 25 75 84 7442SD2 3/4" x 5-1/2" 3-1/4" 20 60 88 7444SD2 3/4" x 6-1/4" 4" 20 60 90 74465D2 3/4" x 7" 4-3/4" 20 60 95 7448SD2 3/4" x 8-1/2" 6-1/4" 10 40 95 The published size includes the diameter and the overall length of the anchor. All anchors are packaged with nuts and washers. Installation Accessories Cat. No. Description Box Qty. 08465 Adjustable torque wrench with 1/2" square drive (10 to 150 ft.-lbs.) 08280 Hand pump / dust blower 1 v'1VV !S Powers USA: (800) 524-3244 or (914) 235-6300 Canada: (905) 673-7295 or (514) 6314216 www.powers.com FPC20I8-0410 5759 FLEET ST DRT Wi-IITEBOX - SPRINKLER TI (321 HEADS) 2110222500 12/14/2018 FPC20180410